JPS5941528A - Caisson - Google Patents

Caisson

Info

Publication number
JPS5941528A
JPS5941528A JP15311082A JP15311082A JPS5941528A JP S5941528 A JPS5941528 A JP S5941528A JP 15311082 A JP15311082 A JP 15311082A JP 15311082 A JP15311082 A JP 15311082A JP S5941528 A JPS5941528 A JP S5941528A
Authority
JP
Japan
Prior art keywords
caisson
openings
plural
opening
small
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP15311082A
Other languages
Japanese (ja)
Inventor
Keizo Kikui
菊井 敬三
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsui Engineering and Shipbuilding Co Ltd
Mitsui Zosen KK
Original Assignee
Mitsui Engineering and Shipbuilding Co Ltd
Mitsui Zosen KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mitsui Engineering and Shipbuilding Co Ltd, Mitsui Zosen KK filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP15311082A priority Critical patent/JPS5941528A/en
Publication of JPS5941528A publication Critical patent/JPS5941528A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • E02D23/02Caissons able to be floated on water and to be lowered into water in situ

Abstract

PURPOSE:To permit the setting of a caisson even when oceanic weather condition is adverse by a method in which a box-shaped caisson is divided into plural small compartments by partition walls, and plural openings are provided in the side walls to connect the small compartments to the outside. CONSTITUTION:Small compartments 12 having plural partition walls 11 crossing each other in the longitudinal direction are formed in the inside of an upside- opened box caisson of steel or concrete. Square openings 14 are formed in the left and right-handed side walls 13 of each small compartment 12 of the body 10 to connect the inside and outside of them, and the lower edges of the openings 14 are positioned above the draft line of the body 10 in such a way as to cause the body 10 to float. Frame supporters 15 are also provided to the peripheral edges of the openings 14 and connected with block parts 16 of steel sheet piles, etc. The body 10 is towed to construction site, water is charged into the body 10 to cause it to settle to the seabed 18, the block parts 16 are coupled and closed, and weight parts 17 are charged to complete the setting of the caisson.

Description

【発明の詳細な説明】 本発明伸°、岸壁、人口島等を設置する際用いられるケ
ーソンに関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a caisson used for installing extensions, quays, artificial islands, etc.

従来、この種のケーソンは、大きくても30m角程鹿の
箱型に形成されたコンクリートブロックからなり、この
箱型ブロックを海上に浮べて曳航あるいはクレーン船で
現場寸で輸送して注水沈下させ、こののち内部に土砂を
投入して所定の重さにし、完成させた後火のケーソンを
同様に曳航してきて隣接させて設置し、これにも土砂を
投入して次々に施工している。
Conventionally, this type of caisson consists of a concrete block shaped like a deer box, about 30 m square at most.The box-shaped block is floated on the sea and transported to the site by towing or crane boat, and then submerged by water injection. After this, earth and sand was poured into the interior to bring it to the specified weight, and once it was completed, the caisson of fire was towed in the same way and placed adjacent to it, and earth and sand was poured into this as well, and construction was continued one after another.

しかし、従来のケーソンは完全の箱型に形成されている
ため、波浪、海流の影響を受は易(、土砂を投入する間
に大波がきた場合には、設カ位置の滑りや転倒を生ずる
虞れがあり、設置にあたっては海象を選び、土砂の投入
を短時間で行なわなければならない。また、土砂の投入
能力とケーソンの大きさとの関係からケーソンを大型化
できず、従って、従来は多数個の小型ケーソンを作り、
これを順次海底に並べて行くという工法をとっていた。
However, because conventional caissons are completely box-shaped, they are susceptible to the effects of waves and ocean currents (and if a large wave occurs while soil is being poured in, the caissons may slip or fall over). Therefore, during installation, it is necessary to select the sea conditions and introduce soil in a short period of time.Also, due to the relationship between the soil input capacity and the size of the caisson, it is not possible to increase the size of the caisson. make several small caissons,
The construction method involved lining up these pieces one after another on the seabed.

ところで、近年は次第に陸から遠く深い海で、かつ、海
象の悪いところでケーソンを設置する場合が多くなって
きており、この場合は小型ケーソンを設立することが非
常に危険であるばかりでなく、工期の延長及び経費の増
加を招くという不都合が生じている。また、海外で岸壁
等を施工する場合、小型のケーソンでは、日本から輸送
するのには輸送の経費が過大であり、一方、現地でケー
ソンを製作するには、施工場所によってはケーンン鯛作
装置から作らねばならず、いずれにしても経費がかかる
という欠点がある。
Incidentally, in recent years, caisson installations have become increasingly common in deep seas far from land and in poor sea conditions. This has resulted in the inconvenience of extending the period and increasing costs. In addition, when constructing quays overseas, the cost of transporting small caisson from Japan is excessive, and on the other hand, if the caisson is manufactured locally, depending on the construction location, it may be necessary to The disadvantage is that it must be made from scratch, and in any case it is expensive.

本発明の目的は、荒い海上等の海象が悪い場合にも設立
することのできるケーソンを提供するにある。
An object of the present invention is to provide a caisson that can be installed even in bad sea conditions such as rough seas.

本発明は、箱型に形成されたケーソン本体内に複数の隔
壁を設けてケーソン本体を複数の小室に分割するととも
に、ケーソン本体の側面にケーソン本体の内外を連通さ
せる開口を形成することにより、ケーソン本lの注水沈
下時に前記1140を介して海水の流通を可能として悪
海象下におけるケーソンの波による転倒等を防止し、そ
の後ケーソン開口部の1つを選び、この開口を鋼矢飯等
、適宜な手段で閉塞しながら徐々に内部に投石すること
によシ、荒天時にも転倒したり、すべったりしない必要
な重さを確保しつつ次りに1110を閉じていき、最後
の開口を閉じて完成させ、前記目的を達以下、本発明の
一実施例を図面に基づいて説明する。
The present invention provides a plurality of partition walls in a box-shaped caisson main body to divide the caisson main body into a plurality of small chambers, and also forms an opening on the side of the caisson main body to communicate the inside and outside of the caisson main body. When the caisson main l is injected with water and sinks, seawater is allowed to flow through the 1140 mentioned above to prevent the caisson from falling over due to waves under bad sea conditions, and then one of the caisson openings is selected and this opening is closed with a steel bar, etc. By gradually throwing stones into the interior while blocking it with appropriate means, 1110 is then closed while securing the necessary weight to prevent it from tipping over or slipping even in stormy weather, and then closing the last opening. An embodiment of the present invention will now be described with reference to the drawings.

鋼あるいはコンクリートからなる上方開放された箱型の
ケーソン本体10は、その内部にその長手方向に直交す
る方向の複数例えば3枚の隔壁11を備え、これらの隔
壁11にょシ4つの小室12が形成されている。この際
、各小室12を区別して相称するときは第1図中手前か
ら符号12A。
An upwardly open box-shaped caisson body 10 made of steel or concrete is provided with a plurality of, for example, three, partition walls 11 in a direction perpendicular to its longitudinal direction, and four small chambers 12 are formed in these partition walls 11. has been done. At this time, when each small chamber 12 is to be distinguished and referred to by the reference numeral 12A from the front in FIG.

12B、12C,12Dで示し、全体を示すときは単に
符号12で示す。また、ケーソン本体IQの長手方向に
沿う左右の側壁13には各小室12に対しそれぞれ1つ
の方形の開口14が形成され、これらの開口14を通し
てケーソン本体1oの内外が連通するようにされている
。また、これらの開口14の下縁はケーソン本体10の
吃水線よシ上方に位置するように形成され、ケーソン本
体10が海上(水上)に浮くことができるようにされて
いる。
12B, 12C, and 12D, and when the whole is shown, it is simply shown as 12. Further, one rectangular opening 14 is formed for each small chamber 12 in the left and right side walls 13 along the longitudinal direction of the caisson main body IQ, and the inside and outside of the caisson main body 1o are communicated through these openings 14. . Further, the lower edges of these openings 14 are formed so as to be located above the water line of the caisson body 10, so that the caisson body 10 can float on the sea (water).

前記左右の側壁13において、前記各開口14の周縁部
には、枠状の支持部材15がそれぞれ設けられ、これら
の支持部材15は上方を開放されるとともに、下方に底
部15Aが形成され、かつ、側面の前記開口14に対向
された位置には開口部15Bが形成されている。また、
支持部材15には、MiJ記上方の開放部から鋼矢板な
とからなる閉塞部材16が嵌合可能にされ、この支持部
材15への閉塞部材16の嵌合によシ前記開口14を閉
塞できるようになっている。
In the left and right side walls 13, frame-shaped support members 15 are provided at the peripheral edges of each opening 14, and these support members 15 are open at the top and have a bottom 15A formed at the bottom, and An opening 15B is formed on the side surface at a position opposite to the opening 14. Also,
A closing member 16 made of steel sheet piles can be fitted into the supporting member 15 from the open portion above MiJ, and the opening 14 can be closed by fitting the closing member 16 to the supporting member 15. It looks like this.

なお、図中符号17は、ケーソン本体10内に投入され
る石材等の重量部材であシ、符号18は海底である。
In the figure, reference numeral 17 indicates a heavy member such as stone that is inserted into the caisson body 10, and reference numeral 18 indicates the seabed.

次に、本実施例の設置方法につき説明する。Next, the installation method of this embodiment will be explained.

内部に石材等の重量部材17を投入しない状態で、ケー
ソン本体10を曳航して現場に移送し、ここでケーソン
本体10内に注水して沈め、海底18に設置する。この
際、ケーソン本体10にはy8f1014が形成される
とともに、支持部材15にも開口部15Bが形成されて
おシ、かつ、これらの開口14.15Bは開放されてい
るので、着底されたケーソン本体10は波の圧力を受け
ることが少なく、転倒、移動等を生ずることがない。
The caisson body 10 is towed and transported to the site without a heavy member 17 such as stone being thrown inside, and here water is poured into the caisson body 10 to sink it, and the caisson body 10 is installed on the seabed 18. At this time, y8f1014 is formed in the caisson main body 10, and an opening 15B is also formed in the support member 15, and these openings 14 and 15B are open, so that the caisson that is bottomed out The main body 10 is hardly subjected to wave pressure and does not fall over or move.

ついで、ケーソン本体10内の小室1201つ、例えば
小室12Aの開口14の周囲に設けられた支持部材15
内罠閉塞部材16を嵌合して閉塞し、石材等の重量部材
17をケーソン本体10内に投入して全体の重量が所要
の値になったら、次の小室12Bにも同様な作業を行な
い、さらに、小室12C,12Dにも順次同様作業を行
なってケーソンの海底立設作業を完了する。
Next, a support member 15 provided around the opening 14 of one of the small chambers 120 in the caisson main body 10, for example, the small chamber 12A.
When the inner trap closing member 16 is fitted and closed, and the heavy member 17 such as stone is thrown into the caisson body 10 so that the overall weight reaches the required value, the same operation is performed on the next chamber 12B. Furthermore, the same work is carried out in order for the chambers 12C and 12D to complete the work of erecting the caissons on the seabed.

上述のような本実施例によれば、開口14の作用により
、水深が大きく、海象状態の悪い海中にもケーソンの股
働を安全かつ効率的に行なうことができる。1だ、従来
のように、石材等の重量部材170投入量とバランスさ
せた容量のケーソンを多数個用いて施工する必要がない
ので、ケーソンの設立を重量部材17の供給のアンバラ
ンスとは関係なく行なうことができ、従って、重量部材
供給能力と関係なく大型のケーソン本体10金半完成状
態で次々に設立でき、施工能率を向上でき才た、本発明
のケーソン本体10は、例えば長さ300m、巾30m
程度にも大きく形成でき、従って、遠く海外まで海上輸
送しても十分に経済的に成り立ち、かつ、前述のように
、重量部材17の投入を一度に行なう必要がないため、
多量の重量部材17の確保が困難な地域にも施工できる
According to this embodiment as described above, the operation of the opening 14 allows the caisson to move safely and efficiently even in the sea where the water depth is large and the sea conditions are poor. 1. Unlike conventional construction methods, there is no need to construct a large number of caissons whose capacity is balanced with the input amount of heavy components 170, such as stone, so the establishment of caissons has nothing to do with the imbalance in the supply of heavy components 17. Therefore, the caisson body 10 of the present invention can be constructed one after another in a half-finished state regardless of the heavy component supply capacity, and the construction efficiency can be improved. , width 30m
It can be formed to a relatively large size, and therefore, it is economically viable even if it is transported far away by sea by sea, and as mentioned above, there is no need to insert the heavy members 17 at once.
Construction can be carried out even in areas where it is difficult to secure a large amount of heavy members 17.

なお、本発明の実施にあたり、支持部材15及び閉塞部
材16は、他の形状や構造、例えは、閉基部材16とし
てコンクリート板を用いて開口14を閉塞する構造でも
よく、要するに、ケーソン本体10への注水後、開口1
4を十分な強度で閉塞できる構造であればよい。捷た、
重量部材17としては石材に限らず砂等でもよい。さら
に、ケーソン本体jOの大きさは、前記具体的寸法に限
らず他の寸法でもよく、隔壁11の数も前記数に限らず
、2枚あるいは4枚以上でもよい。さらに開口14は各
小室12A〜12Dに対応して1つづつ設けるものに限
らず、隣接する小室12にまたがるもの、あるいは、1
つの小室12に2個以上、さらには、一部の小室12に
は設けないもの等があってもよいが、好ましくは前記実
施例の構造がよい。
In carrying out the present invention, the supporting member 15 and the closing member 16 may have other shapes and structures, for example, a structure in which a concrete plate is used as the closing base member 16 to close the opening 14. In short, the caisson main body 10 After pouring water into the opening 1
Any structure may be used as long as the structure can close 4 with sufficient strength. I cut it,
The weight member 17 is not limited to stone, and may be made of sand or the like. Further, the size of the caisson body jO is not limited to the above-mentioned specific dimensions, but may be other dimensions, and the number of partition walls 11 is not limited to the above-mentioned number, but may be two or four or more. Furthermore, the opening 14 is not limited to one provided corresponding to each of the small chambers 12A to 12D, but may span adjacent small chambers 12, or one
Although there may be two or more in each small chamber 12, and some may not be provided in some of the small chambers 12, the structure of the above embodiment is preferable.

上述のように本発明によれば、悪海象下等においても設
立できるケーソンを提供できるという効果がある。
As described above, the present invention has the effect of providing a caisson that can be established even under adverse sea conditions.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の一実施例を示す斜視図、第2図Fi第
1図の■−■線に沼う拡大断面図、第3図は第2図のト
」線に沿う拡大断面図である。 10・・・ケーソン本体、11・・・隔壁、12.12
A。 12B、12C,12D・・・小室、13・・・側壁、
14・・・開口、15・・・支持部材、16・・・閉塞
部材、17・・・重量部材。 代理人 弁理士 木 下 實 三 (ほか1名)
Fig. 1 is a perspective view showing one embodiment of the present invention, Fig. 2 is an enlarged sectional view taken along the line ■-■ in Fig. 1, and Fig. 3 is an enlarged sectional view taken along the line T'' in Fig. 2. It is. 10... Caisson body, 11... Bulkhead, 12.12
A. 12B, 12C, 12D...small chamber, 13...side wall,
14... Opening, 15... Supporting member, 16... Closing member, 17... Weight member. Agent: Patent attorney Minoru Kinoshita (and 1 other person)

Claims (1)

【特許請求の範囲】 (11箱型に形成されたケーソン本体内に複数の隔壁を
設けてケーソン本体を枚数の小室に分割するとともに、
ケーソン本体の側面にケーソン本体の内外を連通させる
開口を複数形成したことを特徴とするケーソン。 (2)  特許請求の範囲第1項において、前記開口に
は、この開口を閉塞可能な閉塞部月な取付けつる支持部
材が設けられたことを特徴とするケーソン。
[Claims] (11 A plurality of partition walls are provided in the caisson body formed in a box shape to divide the caisson body into a number of small chambers,
A caisson characterized in that a plurality of openings are formed on the side of the caisson body to communicate the inside and outside of the caisson body. (2) The caisson according to claim 1, wherein the opening is provided with an attachment support member that can close the opening.
JP15311082A 1982-09-02 1982-09-02 Caisson Pending JPS5941528A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15311082A JPS5941528A (en) 1982-09-02 1982-09-02 Caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15311082A JPS5941528A (en) 1982-09-02 1982-09-02 Caisson

Publications (1)

Publication Number Publication Date
JPS5941528A true JPS5941528A (en) 1984-03-07

Family

ID=15555186

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15311082A Pending JPS5941528A (en) 1982-09-02 1982-09-02 Caisson

Country Status (1)

Country Link
JP (1) JPS5941528A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101052302B1 (en) * 2010-08-04 2011-07-27 김종군 Breakwater block unit to be conveyed bt floating and method for constructing a breakwater using it
KR101408348B1 (en) * 2012-08-03 2014-06-17 대우조선해양 주식회사 Marine nuclear plant installation method thereof
CN104088288A (en) * 2014-07-16 2014-10-08 中国水利水电第十三工程局有限公司 Manufacturing method and application of container caisson

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4838277U (en) * 1971-09-14 1973-05-11

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4838277U (en) * 1971-09-14 1973-05-11

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101052302B1 (en) * 2010-08-04 2011-07-27 김종군 Breakwater block unit to be conveyed bt floating and method for constructing a breakwater using it
KR101408348B1 (en) * 2012-08-03 2014-06-17 대우조선해양 주식회사 Marine nuclear plant installation method thereof
CN104088288A (en) * 2014-07-16 2014-10-08 中国水利水电第十三工程局有限公司 Manufacturing method and application of container caisson
CN104088288B (en) * 2014-07-16 2015-11-18 中国水利水电第十三工程局有限公司 The preparation method of container caisson and application thereof

Similar Documents

Publication Publication Date Title
JPS5941528A (en) Caisson
KR200272975Y1 (en) A quay wall structure of gravity in which various methods are mixed
JP2000290936A (en) Method and caisson for constructing bridge pier footing
CN108867758A (en) A kind of harbour caisson water fetching device and construction method
JP4776694B2 (en) Harbor structure and method for constructing such a structure
RU2249079C2 (en) Ice-resistant support block of sea drilling platform and method for mounting thereof at continental shelf bottom
JPS62137306A (en) Breakwater
JPH0444511A (en) Construction of breakwater
JP2000144674A (en) Built-up wave-suppressing caisson and its construction method
GB2121854A (en) Marine structure constructing method
KR101326773B1 (en) Harbor Structures Easily respond to Differential Settlement
US4686919A (en) Method for constructing large-scale marine structure
KR200279871Y1 (en) block for stone mesh bag
KR200267989Y1 (en) Breakwater using of buoyancy of deep softground
JPS58138832A (en) Caisson levee and construction thereof
JPH0738355Y2 (en) breakwater
JPH1121844A (en) Beach curing breakwater
JPH0363604B2 (en)
JPS5953294A (en) Fixing method of plant platform vessel
JPH0588326B2 (en)
JP2000345652A (en) Void structure
JPH03221608A (en) Wall breakwater structure installed in the sea and artificial atoll using the same
JPS60192012A (en) Constructing method of off-shore structure
JPH08311841A (en) Execution method for revetment structure
JPH10280356A (en) Bulkhead and its construction method